scholarly journals The undrained shear strength characteristics of silty sand: an experimental study of the effect of fines

2011 ◽  
Vol 64 (1) ◽  
pp. 31-39 ◽  
Author(s):  
Mostefa Belkhatir ◽  
Hanifi Missoum ◽  
Ahmed Arab ◽  
Noureddine Della ◽  
Tom Schanz
Keyword(s):  
Experimental Study ◽  
Shear Strength ◽  
Undrained Shear Strength ◽  
Silty Sand ◽  
Strength Characteristics ◽  
Undrained Shear

Experimental Study of Undrained Shear Strength of Silty Sand: Effect of Fines and Gradation

2012 ◽  
Vol 30 (5) ◽  
pp. 1103-1118 ◽  
Author(s):  
Mostefa Belkhatir ◽  
Ahmed Arab ◽  
Noureddine Della ◽  
Tom Schanz
Keyword(s):  
Experimental Study ◽  
Shear Strength ◽  
Undrained Shear Strength ◽  
Silty Sand ◽  
Undrained Shear

scholarly journals The Mechanical Response of a Silty Sand Stabilized with Colloidal Silica

Geotechnics ◽  
2021 ◽  
Vol 1 (2) ◽  
pp. 243-259
Author(s):  
Antigoni Vranna ◽  
Theodora Tika
Keyword(s):  
Shear Strength ◽  
Colloidal Silica ◽  
Mechanical Response ◽  
Axial Strain ◽  
Undrained Shear Strength ◽  
Silty Sand ◽  
Triaxial Tests ◽  
Cyclic Straining ◽  
Sand Stabilized ◽  
Undrained Shear

This paper presents a laboratory investigation into the mechanical response of a silty sand, with a fines content of 10%, stabilized with colloidal silica (CS). To this end, a series of unconfined compression tests as well as monotonic and cyclic triaxial tests was performed on a silty sand, comprising a mixture of a clean sand and a silty sand, stabilized with two concentrations of CS. The effect of various parameters on the behaviour of the stabilized silty sand was studied, such as CS concentration, soil density, and the presence of fines. The test results were compared with the corresponding of the untreated silty sand as well as the parent clean sand. It is shown that stabilization, even at the lowest CS = 6% concentration studied, significantly improves the undrained shear strength as well as the liquefaction resistance of the stabilized silty sand. Both the monotonic and cyclic response of the stabilized soil are only slightly affected by density. Furthermore, cyclic straining up to at least 5% of double-amplitude axial strain does not influence the undrained shear strength of the stabilized silty sand.

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